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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: (All kinds of soil 70% and Ordinary Rock 30%) |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level in 1:3:6 (1cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size using plums (size not over 160mm split nallah stone or quarry stone @ 20% of grass volume) crushed |
| 4 | Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, aabutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five leel, excluding the cost of centring,shuttering and finishing in 1:3:6(1 cement:3coarse sand:6 graded stone aggregate 20mm nominalsize) (using 20% plums ) crushed |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 10 | Foundations, footings, bases of columns etc. for mass concrete |
| 11 | Columns, piers, abutments, pillars, posts and struts |
| 12 | Suspended floors, roofs, landings, balconies and access platforms. |
| 13 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 14 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete 50 mm thick with 20mm nominal size stone aggregate. |
| 15 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 16 | Sand for an av. lead 66 Kms distance . |
| 17 | Bajree/Stone aggregates below 40mm nominal size for an av. 6 Kms distance |
| 18 | Stone for an av. Lead 6 Kms distance. Please Enable Macros to View BoQ information |
